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- W2358021241 abstract "This paper briefly introduces a Lagrange discontinuous deformation analysis(LDDA) and an earthquake input method using viscoelastic boundary for absorbing boundary.To analyze a high arch dam of 300m-grade high in southwest China with FEM,a LDDA method is used to simulate its contraction joints,inducing joints and construction-stage temperature cracks.The static and dynamic displacements and stresses of the arch dam,the joint opening and slip and the stress at joint end are studied by comparing the cases with and without temperature cracks.The results show that the construction-stage cracks of the dam can cause a significant increase in static displacement and a small variation in dynamic displacement and that the joint end stress,a measure of crack expansion,is below the tensile strength of concrete." @default.
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- W2358021241 date "2012-01-01" @default.
- W2358021241 modified "2023-09-23" @default.
- W2358021241 title "Effects of crack at construction stage on the static and dynamic responses of arch dam" @default.
- W2358021241 hasPublicationYear "2012" @default.
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